Behaviour of RC Deep Beams Strengthened with Externally Bonded GFRP Fabrics: An Experimental Study-Reference-Cited by-同舟云学术

Behaviour of RC Deep Beams Strengthened with Externally Bonded GFRP Fabrics: An Experimental Study

Published:2020-07-03 Issue: Volume: Page:279-289
ISSN:2366-2557
Container-title:Recent Developments in Sustainable Infrastructure
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Author:

Kumari A.,Nayak A. N.

Publisher

Springer Singapore

Link

http://link.springer.com/content/pdf/10.1007/978-981-15-4577-1_23

Reference20 articles.

1. Khalifa A, Nanni A (2002) Rehabilitation of rectangular simply supported RC beams with shear deficiencies using CFRP composites. Constr Build Mater 16(3):135–146

2. Zhang Z, Hsu T (2005) Shear strengthening of reinforced concrete beams using carbon-fibre-reinforced polymer laminates. J Compos Constr 9(2):158–169

3. Mosallam AS, Banerjee S (2007) Shear enhancement of reinforced concrete beams strengthened with FRP composite laminates. Compos Part B 38:781–793

4. Sen T, Reddy HNJ, Shubhalakshmi BS (2012) Shear strength study of RC beams retrofitted using vinyl ester bonded GFRP and epoxy bonded GFRP. Civil Environ Res 2(2):23–33

5. Chaallal O, Nollet MJ, Perraton D (1998) Shear strengthening of RC beams by externally bonded side CFRP strips. J Compos Constr 2(2):111–113

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